As per IS 456-2000, deformed bars may be used without end anchorage pr – McqOptions

MCQOPTIONS

1.	As per IS 456-2000, deformed bars may be used without end anchorage provided
A.	Minimum spacing between the adjacent rod is ensured
B.	Sufficient cover is provided to the reinforcement bars
C.	Development length required is satisfied
D.	None of the above
Answer» D. None of the above

Discussion

No Comment Found

Related MCQs

If ‘d’ is the diameter of the steel bar, dia of hook is ______
For deformed bars conforming to IS 1786, the design bond stress in limit state method shall be:
If the bond stress developed in a reinforced concrete beam is more than permissible value, it can be brought down by
Design Bond stress for grade M40 and above is
For M 150 mix concrete, according to I.S. specifications, local bond stress is
In limit state design, permissible bond stress in the case of deformed bars is more than in the plain bars by what percentage?
If the diameter of reinforcing rod is 'd' the anchorage value of the hook will be
If diameter of reinforcement bar is d, the anchorage value of the hook alone will be
If design bond stress = 1.5 N/mm2 is assumed, then the development length of an Fe 500 HYSD bar of nominal diameter 12 mm - which is fully stressed in tension - will be:
In a reinforced concrete member, the best way to ensure the adequate bond is: